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Voor milde stalen krimp
Voor milde stalen krimp
Voor milde stalen krimp

Voor milde stalen krimp

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betaling Type:L/C,T/T
Incoterm:FOB,CFR,CIF
Min. orde:1 Set/Sets
vervoer:Ocean,Land
Haven:Dalian,Qindao
Productkenmerken

merkLijiaans

MaterialSteel

Moq1 Set

certificaatOther

TypeTunnel Formwork

Oppervlakte behandelingPainted Or As Customer Requirement

ToepassingTunnel Engineering

ToleranceGb Or As Customer Requirements

DesignProvided By Li Jian

Verpakking & Levering
Verkoopeenheden : Set/Sets
Pakkettype : Volgens het verzoek van klanten

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Beschrijving

High strength ultra toughness low shrinkage concrete

What is Plastic Shrinkage Cracking? This phenomenon happens when the concrete is still plastic, soon after pouring. They're an all too common type of shrinkage cracks in concrete slabs, generally emerging parallel to one another. The cracks are usually shallow in depth and rarely cross the slab perimeter. What Causes Plastic Shrinkage Cracks? Though unattractive, concrete plastic shrinkage cracks seldom affect the durability and/or strength of floors or pavement. But it's important to understand the key causes to minimize future development. Rapid Surface Moisture Evaporation This is the most common cause of plastic shrinkage cracking. It occurs when the surface moisture evaporates at a faster rate than the bleed water can rise to the surface for replacement. Generally, a meniscus forms between the aggregate and cement particles when the water recedes underneath the concrete surface. This causes the development of a tensile force between the surface layers. Once the surface begins to set and develops an adequate tensile strength, cracking won't occur. But if rapid surface evaporation occurs when the concrete is still plastic, cracks forms as the concrete continues to set.

A-ecc is an ultra-high continuity cement-based composite with high strength, high ductility, high toughness and high durabilit.y through material design and adjustment, and can show strain hardening and multi-point cracking in tension


Typical application of traditional ECC —Meiyuan bridge, Japan


Ultra high performance fiber reinforced


Pavement structure type

The ECC layer is pva-ecc;
PVA fiber volume content 2.0%;

Waterproof and crack resistant: the pavement layer is ECC layer (40mm) + wearing course


main performance index
Compressive strength: above 30MPa
Direct tensile strength: above 2.0MPa
Ultimate tensile strain: 5.2%
Shrinkage: ≥ 0.15%

outstanding problems
7

8
The compressive strength is low, causing crushing under local wheel pressure;
There is no coarse aggregate, and the drying shrinkage is large, reaching 1500me, which is much higher than that of ordinary concrete 400me, resulting in hidden danger of cracking;



A-ecc core technology
Special high performance admixture
Super dispersion, plastic protection, viscosity reduction and shrinkage reduction

Steel fiber + PVA fiber
Improve the tensile strength and the distribution of tensile cracks

Composite mineral additive
Shrinkage reduction, toughening and hydration heat reduction

Dense skeleton accumulation
Reasonable grading of coarse and fine aggregate; Product quality stability and uniformity control system

Ultra high performance fiber reinforced


Product performance


Product model

A-ECC-30

A-ECC-50

A-ECC-60

A-ECC-70

compressive strength/MPa

30

50

60

70

tensile strength/MPa

3.0

4.0

4.5

4.8

Ultimate tensile strain/%

≥3.0

1.2

1.0

0.8

Flexural strength/MPa

9

12

14

16

Drying shrinkage/

≤600

≤400

Resistance to chloride ion penetration/C

3500

3000

2000

1000

Frost resistance

F200

F300

F300

F300

It can realize early strength and fast hardening, the setting time is adjustable from 30min to 6h, and the strength of 3H / 28d is ≥ 0.5


Producteigenschappen

1011



High toughness

Effectively solve the problem of pavement cracking caused by inconsistent stress and deformation caused by different thickness of pavement concrete

Low shrinkage
Effectively solve the problem of pavement cracking caused by inconsistent shrinkage between beam and pavement
Good adhesion
Effectively solve the pavement quality problems caused by falling off of reinforcement, extrusion of reinforcement mesh and ponding
Homogeneous and isotropic
Effectively solve the phenomenon of "bottom sinking" of reinforcement mesh

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